|
<br />SCISSOR TRUSS
<br />
<br />I-
<br />Z
<br />6
<br />~
<br />
<br />I I
<br />,/ /
<br />, /
<br />/ /
<br />/ 1/4" TO 1 /2" GAP BETWEEN
<br />/ / / / TOP PLATE & TRUSS
<br />/ /
<br />/ /
<br /><=X // ~ SIMPSON A44 W/ 8-
<br />10d @ 48" O.C.
<br />:t<[
<br />~ ~ WOOD FRAME EXT. WALL
<br />.. ~ SIMPSON SP2 @
<br />EVERY OTHER STUD
<br />
<br />~J ~t
<br />::~" / /
<br />
<br />~'< ;/'~/
<br />X<"'/: /' 2" x 4" RAT RUN BRACING@
<br />" ,,/',/ /,24" O.C. ON TOP OF BOTTOM
<br />,/,/ /'~ "" CHORD FOR (4) TRUSS SPANS
<br />/' /' ,/ ,/ " " i' A TT A C H ED W / 2 - 1 6 d @ EA C C
<br />,/ ,/,/ /V" TRUSS JOINT
<br />/' ,/ i' "-
<br />,/ ""
<br />/' '- 2" x 4" BLOCKING END NAILED
<br />/" IVV' W/ 2-16d @ 24" O.C. (MAX.)
<br />I II .- IJ\
<br />l>I<L~
<br />-><- ~ ---------- 2" x 4" BLOCKING (TURNED
<br />( FLAT) NAILED TO TOP PLATE
<br />t W/ 5-10d NAILS
<br />
<br />REFER TO SECTION 1 A ON SHEET
<br />S3.1 FOR X-BRACING, AND TOP
<br />CHORD BLOCKING INFORMATION
<br />
<br />~
<br />
<br />~/ SCISSOR TRUSS
<br />REFER TO SECTION 1 A ON SHEET
<br />S5 FOR X-BRACING, AND TOP
<br />) CHORD BLOCKING INFORMATION
<br />
<br />SCISSOR TRUSS
<br />
<br />IY
<br />~
<br />o
<br />o
<br />o
<br />o
<br />~
<br />....J
<br />0-
<br />0-
<br /><(
<br />-I
<br />
<br />1/4" TO 1 /2" GAP BETWEEN
<br />TOP PLATE & TRUSS
<br />
<br />;--;
<br />--1~
<br />H< ------ SIMPSON A44 W/ 8-
<br />~ I~ 10d @ EACH TRUSS
<br />L ~ ~~ WOOD FRAME EXT. WALL
<br />
<br />~--- SIMPSON SP2 @
<br />" EVERY OTH ER STU D
<br />
<br />.........-- !---
<br />
<br />1/2" NOMINAL PLYWOOD OR
<br />O.S.B. NAILED W/ 8d NAILS @
<br />4" O.C. BOUNDARIES, 6" O.C.
<br />~ EDGES, & 12" O.C. FIELD
<br />
<br />~ ~ 2x8 STUDS AT 16" O.C.
<br />
<br />"
<br />
<br />MASONRY WALL (DESIGNED AS CANTILEVERED)-
<br />
<br />f'..- V SIMPSON SP1 @
<br />...- --\} /" EVERY OTH ER STU D
<br />
<br />1:-: V K.O. BLOCK W/ (1)
<br />-l~ t- #5 CONT. & FILLED
<br />
<br />r-ti J!I!I
<br />
<br />~ = ~ 1/2" DIA. x 8" "J" BOLT @
<br />~ = 48" O.C. W/ 2" DIA. x 3/16"
<br />I- I- PLATE WASHER (TYPICAL)
<br />r ~_ I-
<br />~ ~ 1" x 2" P.T. FURRING STRIP
<br />- -
<br />- -
<br />- -
<br />- -
<br />- -
<br />
<br />~ WOOD FRAME EXT. WALL
<br />
<br />~ SIMPSON SP2 @
<br />~ EVERY OTHER STUD
<br />
<br />Lr ~'- 2x8 STUDS AT 16" O.C.
<br />
<br />/' x"-- 1 /2" NOMINAL PLYWOOD OR
<br />/' rr :i O;,S.B. NAILED W/ 8d N~ILS @
<br />/ b 4 O.C. BOUNDARIES, 6 O.C.
<br />'. ~ EDGES. & 12" O.C. FIELD
<br />
<br />SIMPSON SP1 @
<br />EVERY OTHER STUD
<br />
<br />"..
<br />
<br />X
<br /><C
<br />:::!:
<br />
<br />.,..
<br />
<br />1/2" NOMINAL PLYWOOD OR O.S.B.----------
<br />NAILED W/ 8d NAILS @ 4" O.C. tv-- v
<br />BOUNDARIES, 6" O.C. EDGES, ---\j
<br />& 12" O.C. FIELD
<br />
<br />.
<br />o
<br />I
<br />in
<br />
<br />"'- 2x8 STUDS AT 16" O.C.
<br />
<br />~ - SIMPSON SP1 @
<br />...- ---\j / ~ EVERY OTHER STUD
<br />
<br />.. _____- K.O. BLOCK W/ (1)
<br />:> ---------, #5 CONT. & FILLED
<br />-It-~
<br />---i.'1 ~ ~
<br />
<br />= = I ~ 1/2" DIA. x 8" "J" BOLT @
<br />= = 48" O.C. W/ 2" DIA. x 3/16"
<br />I- - PLATE WASHER (TYPICAL)
<br />I- -
<br />~ ~ ~ ~ 1" x 2" P.T. FURRING STRIP
<br />r- -
<br />- -
<br />- -
<br />- -
<br />- -
<br />
<br />H I-
<br />-l ~
<br />I-ti ~
<br />
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<br />t-
<br />t-
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<br />
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<br />I-
<br />l-
<br />I-
<br />
<br />-
<br />-
<br />-
<br />-
<br />
<br />K.O. BLOCK W/ (1)
<br />#5 CONT. & FILLED
<br />
<br />MASONRY WALL (DESIGNED AS
<br />
<br />-
<br />-
<br />-
<br />-
<br />
<br />CANTILEVERED) ------- r-
<br />l-
<br />I-
<br />l-
<br />t-
<br />
<br />-
<br />-
<br />-
<br />l-
<br />I-
<br />
<br />1/2" DIA. x 8" "J" BOLT @
<br />48" O.C. W/ 2" DIA. x 3/16"
<br />PLATE WASHER (TYPICAL)
<br />
<br />- -
<br />I- -
<br />I- -
<br />I- -
<br />
<br />El{t:;v
<br />
<br />t- l-
<br />t- l-
<br />t- l-
<br />t- I-
<br />
<br />Ei{ t:; --
<br />
<br />1" x 2" P.T. FURRING STRIP
<br />
<br />MASONRY WALL (DESIGNED AS CANTILEVERED)-
<br />
<br />l-
<br />I-
<br />-
<br />I-
<br />
<br />-
<br />-
<br />-
<br />-
<br />
<br />NON-BEARING E><T. KNEE-WALL, B l
<br />SCALE: 3/4' = 1'-0" 5S I
<br />
<br />.==.
<br />
<br />S~yV
<br />
<br />NON-BEARING E><T. KNEE-WALL I
<br />SCALE: 3/4' = 1'-0' ,
<br />
<br />C ,
<br />5S J
<br />
<br />.-=-
<br />
<br />NON-BEARING EXT. KNEE-WALL II" A \
<br />SCALE: 3/4' = 1'-0" 6S I
<br />
<br />x
<br />
<br />r2X4 OUTLOOKER @ 24" O.C.
<br />
<br />
<br />,
<br />
<br />M
<br />
<br />/"
<br />'-
<br />--~ " /~
<br />" ;/ / V WOOD TRUSSES
<br />
<br />SIMPSON A34 CONNECTOR ,.:>"K r r-2x4 R,~T RUN BRACING
<br />W/4-8d x 1 1\2" INTO BLOCKING~ ?/>--",,-"'JV AT 24 O.C. ON TOP OF
<br />() /" /" TO " ,/ " B 0 IT. C H 0 R D FOR 4
<br />& 2 3 16 x1 3 4 TAPCONS IN ^" / TRUSS SPANS ATTACHED
<br />PRECAST (NOTE: MAINTAIN MIN. '" W/ 2 - 16d AT EA. TRUSS
<br />1 7/8" EDGE DIST. ON PRECAST) IX .,,~' ~ X JOINT
<br />~ - - 2x4 BLOCKING @ 24" O/C
<br />- W/ 2 - 16d TOENAILS @ EA.
<br />1 \2" HIGH STRENGTH OR 5/8" GYP. ~ ~~--- MASONRY WALL
<br />WB W/ 1 3/8" DRYWALL NAILS OR - =
<br />DRYWALL SCREWS 7" O/C CEILING == =------ARCHITECTURAL FINISH
<br />& 8" O/C WALLS _= ~-
<br />
<br />REFER TO SECTION 1 A ON SHEET
<br />S3.1 FOR X-BRACING, AND TOP
<br />CHORD BLOCKING INFORMATION
<br />
<br />-SEE NOTES FOR ROOF DIAPHRAM NAILING SPECIFICATIONS
<br />
<br />rx
<br />
<br />.::;,;;,
<br />I------ 2 x 4 @ 24" O.C.
<br />
<br />\'V r.:1 t---- 2 x 4 NON-STRUCTURAL
<br />II' ~':I ~ FRAME KNEEWALL
<br />
<br />/ · ~ ~ 2 x 4 P .T.
<br />" ""- MOISTURE BARRIER
<br />
<br />, ~BOND BEAM
<br />I>-
<br />MASONRY WALL
<br />~ 4.2R INSULATION
<br />
<br />2 x 4 PANEL BLOCKING @ 48" O.C. --1
<br />ATTACHED W / (2) 16d TOENAILS
<br />INTO BOTTOM CHORD,
<br />
<br />r-450MIN
<br />
<br />Xo~ "- X \ ~~ ~ /
<br />
<br />~ i ~TOP CORD BLOCKING FOR FIRST FOUR ROWS J
<br />'--- ~~~ ~ OF TRUSSES@EDGESOFSHEATHINGTYPICAL
<br />TOENAIL W / (2) 16d NAILS 2 x 4 "T" ON TOP OF PANEL
<br />~ II ~ rrBLOCKING' FASTEN WITH
<br />.......,.- I I ~ ~ I I I I I 10d x 3" @ 4" O/C
<br />Xy;--' , N 'I ' , ~ '/~
<br />'---4soMIN ~~
<br />
<br />CEILING - ~ '" X
<br />RIDGE ~
<br />:..... 2 x 6 P.T
<br />INTERIOR HIP VAULT; ~ SILL
<br />6: 12 SLOPE CENTER
<br />r-
<br />AND 3: 12 SLOPE SLIDES. IX
<br />~
<br />
<br />SIMPSON H 10 OR EQUAL,
<br />@ EA. OUTLOOKER \
<br />
<br />X
<br />
<br />IL I BRACING REQUlREMENT5
<br />
<br />24' MAX
<br />1$
<br />" 1.....--1/2" COX PLYWOOD OR 7/16" OSB
<br />I", v SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C.
<br />~ EDGES AND 12" O.C. FIELD
<br />,
<br />, .,....--GABLE TRUSS
<br />
<br />:$
<br />I V-"L" BRACE TO EXTEND AT LEAST
<br />Y 90% OF WEB LENGTH (SEE TABLE BELOW)
<br />j'$
<br />,
<br />I
<br />....~ I r 10d x 3" @ 3" O/C THROUGH
<br />V CHORD INTO 2" x 6" P.T. PLATE
<br />
<br />:--.... 1 ___ PLACE SHEATHING
<br />GYPSUM WALL BOARD FASTENED . <.""- FLUSH W/ MASONRY.
<br />WITH 8d COOLER NAILS OR 1 1/4" I ~.~:'.
<br />LONG DRYWALL SCREWS COMPLYING /r'U \. MOISTURE BARRIER.
<br />WITH ASTM C 1002 FOR FIRST 8'-0"
<br />FROM END WALL @ 4" O/C TYPICAL 1'- USP LTPA @ 48" O/C (TYP.)
<br />
<br />1/2" DIA. BOLT @ 24" O.C.
<br />MINIMUM 6" FROM PLATE SPLICES
<br />W/ 3/16" x 2" DIA. PLATE WASHER
<br />
<br />END
<br />
<br />",7
<br />
<br />WOOD TRUSSES
<br />8d @ 6"0/C
<br />j/ 2 x 4 BLOCKiNG W/(2) 10d TOE
<br />/NAILS @ EACH END @ 24" O/C (TYP)
<br />
<br />r,BRACING W/(3) 10d x 3"
<br />/ @ EACH CONN. @ 24" O/C
<br />
<br />X\.' IX
<br />
<br />
<br />1<
<br />
<br />2 x 4 CROSS BRACE
<br />AT RIDGE FASTENED
<br />AT EACH JOINT W/
<br />(2) 10d x 3"
<br />
<br />I'" ...
<br />
<br />SIMPSON A34
<br />W/4-8d x 1 1/2" INTO
<br />BLOCKING & (2)
<br />3/16" DIA. x 1 3/4" TAPCONS
<br />INTO BOND BEAM.(1 7/8"
<br />EDGE DIST MIN.)
<br />
<br />EXT. WALL CONN. ~
<br />NON - LOAD BEARING LOCATION I
<br />
<br />REFER TO DETAil A/51 FOR MORE iNFO. SCALE: 3/4' = 1'-0' ,
<br />
<br />D ,
<br />6S ,
<br />
<br />5/8" OR 1/2" CEILING DENSE
<br />
<br />LATERAL CAPACITY
<br />(157 PLF) "'=45~ -65~
<br />
<br />STUD NO (1) 2"x4" (2) 2"x4" (2) 2"x6"
<br />SPACING "L" BRACE ''L'' BRACE ''L'' BRACE "L" BRACE
<br />16" 0'0" - 4'-5" 4'-5" - 8'-0" 8'-0" - 12'-0" 12'-0" - 16'-0"
<br />24" 0'-0" - 4'-0" 4'-0" - 7'-0" 7'-0" - 10'-0" 10'-0" - 14'-0"
<br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND
<br />
<br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING
<br />
<br />NOTE:
<br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPl',
<br />SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE.
<br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WI TH
<br />10dx3" NAILS @ 4" a/c.
<br />
<br />D SAMUEL A. GREENBERG, P E. ~4245
<br />D T~Ul ~. ~UYNH PE. ~0122
<br />D IRWIN J. BENSON, P.E. #4~158
<br />I D ALl ABBAS ~AKIM, PE. 41S6186
<br />
<br />r
<br />
<br />I
<br />
<br />~ AL T.
<br />E><T. WALL CONN. ~ ~
<br />NON - LOAD BEARING LOCATION I E 1
<br />
<br />REFER TO DETAil A/51 FOR MORE INFO. N.T.S. , 5S J
<br />
<br />GABLE END DETAIL AT l-iIP VAULT j
<br />SCALE: N.T.S.
<br />
<br />F
<br />5~
<br />
<br />1\
<br />Ir
<br />
<br />ffi CREATED 01-02-02
<br />120 MPH
<br />3 SEC. GUST
<br />
<br />D E DAN5CO
<br />
<br />ENGINEERING, FA"
<br />p.o. eox 3400 - APOLL.O 6EACI-I - FL.~IDA - 33&12
<br />PI-fONE - (813) 645 12)166 FAX - (813) 645 ~~
<br />eB ..tal'" t'(;\ THESE DRAWlNGS AND DESIGNS ARE THE JOINT PROPERTY OF DANSCO ENGINEERING, P.A. AND THE
<br />'"'t';iI' u ~CUENT ON THIS PROJECT ANY REPRODUCTION OR UNAUTHORIZED USE IS PROHIBI1ED. - 2003
<br />
<br />"'
<br />
<br />=-
<br />
<br />--=
<br />
<br />TO THE eE5T OF THE EN6INEER'5 KNOWLEDGE AND eELIEF, TI4E
<br />5TRUCTURAL PLANe AND 5FECIFICATION5 COMPLY WITH THE
<br />FLORIDA 6UILDING CODE, ~CTION 16~6 !=OR 12~ t1PH 3 5ECOND
<br />~i, EXP05URE "e' WIND ZONE (2~~1 EDITION).
<br />THI5 DRAWING AND DE51GN 15 VALID FOR 12 MONTH5 AFTER THE
<br />DATE IT IS SIGNED AND SEALED.
<br />SIG-IED AND SEALED FOR THE STRUCTURAL PORTION OF THIS
<br />DRAWING ONLY.
<br />
<br />&I!AL. '\ 5CAL.E NOTeD
<br />DATE 1/2/02
<br />
<br />LENNA~ ~OMEe
<br />
<br />T.6MPA DlylSION
<br />
<br />D~ B.V.
<br />N:/BLOCKS/STD 2001
<br />
<br />I
<br />
<br />~
<br />
<br />FRAMfNG CONNECTfON6 '6) eXT. WALLe
<br />
<br />\.
<br />
<br />DE JOB NO. PM - 5021
<br />
<br />6!;
<br />
<br />~
<br />
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